Analysis and Estimation of Seepage through Homogeneous Earth Dams Using Neural Network and Empirical Equation

Mustafa Chouireb, Oulad Naoui Noureddine, A. Djehiche, Gafsi Mostefa
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Abstract

In this investigation, the quantity of seepage through a homogeneous earth dam with a vertical drain on a permeable foundation was studied using the SEEP/W program. Moreover, the effects of the geometrical and geotechnical parameters (upstream slope, dam height, top width, free board, and permeability ratio) on leakage flow were analyzed with SPSS 20. To begin with, leakage flow values through an earth dam were estimated using SEEP/W by taking three values of each parameter, and then statistical analysis was performed with the help of dimensional analysis. In addition, an empirical equation and a neural network model dubbed q_ANN were developed to calculate leakage flow through an earth dam with a vertical drain. The validation of these models (empirical equation and q_ANN) is made by their applications to real case studies such as El-Haimeur and Boubrik dams located in Ghardaia City. In conclusion, the values of these models can prove that the performance of the models is high and accurate to predict leakage flow through a homogeneous earth dam with a vertical drain on a permeable base.
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基于神经网络和经验方程的均质土坝渗流分析与估算
本文采用SEEP/W程序对透水地基上垂直排水均质土坝的渗流量进行了研究。此外,利用SPSS 20分析几何岩土参数(上游坡度、坝高、顶宽、自由板、渗透比)对泄漏流量的影响。首先,采用SEEP/W法对每个参数取3个值,估算出土坝渗漏流量值,然后借助量因分析进行统计分析。此外,还建立了一个经验方程和q_ANN神经网络模型来计算具有垂直排水口的土坝的泄漏流量。这些模型(经验方程和q_ANN)通过对Ghardaia市El-Haimeur和Boubrik水坝的实际案例研究进行了验证。综上所述,这些模型的数值可以证明该模型对透水地基上垂直排水渠均质土坝渗漏流的预测具有较高的准确性。
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